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List of drainage From rajasthan Tenders

List of latest drainage From rajasthan Tenders in Indian Tenders. Click on any drainage From rajasthan Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for drainage From rajasthan Tenders.

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State Government

TRN :35952401 | 28 Nov, 2025

Tender Value : 7.78 Lacs

Bikaner - Rajasthan

Tender for rain water drainage, we have to lay pipes from the house of aub khan salim khan nune khan to the mosque and connect it to the main line from sabir fadu meter.

corporations/Associations/Others

TRN :35952511 | 18 Dec, 2025

Tender Value : 20.20 Crore

Jaipur - Rajasthan

Tender for e-bid for rate contract cum supply and empanelment of surgical items - """sterile disposable perfusion set (infusion set) with airway and needle (paediatric use) • burette type measured volume chamber of 100 ml • drop size of approx 60 drops per ml • injection port,latexfree, for intermittent medication. • floating auto shut off valve (latex free) in burette. • soft and kink resistant pvc tubing. • roller controller for flow control • tube length 150 cm • 23g needle • as per iso 8536-5"" " """sterile disposable (single use) teflon / ptfe i.v. cannula with integrated 3 way stop cock. size 20g • should be packed in transparent, single blister pack. • as per is 10555 standard"" " """sterile disposable (single use) teflon / ptfe i.v. cannula with integrated 3 way stop cock. size 22g • should be packed in transparent, single blister pack. • as per is 10555 standard"" " """sterile disposable (single use) teflon/ ptfe i.v. cannula without port. size 24g • suitable for paediatric & neonatal use • should be packed in transparent, single blister pack. • as per is 10555 standard"" " """plaster of paris bandages 15cm x 2.7mts / roll testing parameter should be followed as per bp standard"" " "urine collecting bag, disposable 2000 ml • transparent sheet • kink resistant flexible tubing not less than 90 cm in length • should have non-return valve • top drainage outlet • graduated bag • moulded handle for easy handling " "vaccum suction set, 2.5 meter length, •suction handle with suction tube •sterile,• pyrogenic free, •latex free,• single use " "vascular catheter 5fr/16g, double lumen length 50cm.usfda/four digit notified ce approved. should have two guide wire 45 cm & 80cm or more(logline iv.) peel-away sheath glide thru 5fr 10 cm, guide wire nitinol 80 cm, guide wire nitinol 45 cm, introducer needle 21 g 7 cm, syringe-10 ml luer-lock, skin protectant prep pad, second site adjustable hub, measuring tape,5 fr pressure injectable picc line with blue flex tip 50 cm, dressing statloock stabilization device " "vascular catheter 5fr/16g, double lumen length 55cm.usfda/ four digit notified ce approved, should have two guide wire 45cm & 80cm or more (logline iv.) peel-away sheath glide thru 5fr 10 cm,guide wire nitinol 80 cm,guide wire nitinol 45 cm,introducer needle 21 g7 cm, syringe-10 ml luer-lock, skin protectant prep pad, second site adjustable hub, measuring tape,5 fr pressure injectable picc line with blue flex tip 55cm, dressing statloock stabilization device (suture less) " "vascular catheter with metal guide wire,5fr triple lumen, size range 55cm or more (logline iv:) usfda/four digit notified ce approved syringe 12 ml, internal stylet, measuring tape, stat lock catheter stabilization device (suture less), introducer safety peripheral iv catheter 20g,micro introducer with vessel dilator, guide wire-50 cm nitinol, needle introducer 21 g, safety scalpel,end cap " """core biopsy instrument with compatible co-axial needle (automatic disposal ) should be bevel tip.should have adjustable penetration depth of 18mm and 25 mm with automatic and semi- automatic firing modes in single instrument/gun. should have fire ready indicator to reduce the risk of premature instrument firing.should have advanced echogenic technology for enhanced visibility in ultrasound. should be available with compatible coaxial needle in a single kit. instrument / gun size: 18 gauge, 16cm with coaxial needle size: 17 gauge, total cannula length 12.9cm."" " "disposable bone marrow biopsy needle should have ergonomic two- piece t-handle design. should have trocar tapered stylet point for easy coring of bone.should have triple crown cannula tip with 6 cutting cannula facets.should be available with marrow acquisition cradle with sample size verification marking. 11gauge, 4 inch length"" " """absorbable surgical suture (synthetic) antibacterial coated sterilised needled suture (braided coated polyglactin/ polyglycolic acid violet) 1/2 circle ct round bodied 40mm, gs needle, suture length 90 cm"" " "bed side leucodepletion filters for blood transfusion (for 2 unit of red cell) [ne32b] 1. filters should be able to leucodeplete red cells form leukocyte contamination separately for 1 unit of red cells and for 2 units of red cells each. 2. filters should be having the capacity of log 4 reduction (99.99%) 3. filters should not carry any charges it should be neutrally charged. 4. filters material should be polyester woven / non- woven. 5. leukocytes should be consistently averaging less than 0.5x105 residual leucocytes for one unit of red cell and 0.2*106 for two units of red cell. rbc recovery should be averaging more than 90%. 6. filters should have hard / soft housing for optical monitoring. 7. filtration loss should not be more than 35 ml for one unit red cell. 8. should have integrated = 40 µm, micro aggregate filter. 9. should be us fda/ european ce certified. "

State Government

TRN :35955094 | 28 Nov, 2025

Tender Value : 9.20 Lacs

Bikaner - Rajasthan

Tender for rainwater drainage, we have to lay pipes from qureshia mohalla towards the river via aub khan wazir khan masjid chowk.

Central Government/Public Sector

TRN :35955856 | 12 Dec, 2025

Tender Value : 40.19 Lacs

Bikaner - Rajasthan

Tender for provn of rain water harvesting and area drainage in bikaner mil stn under gep bikaner

State Government

TRN :35948049 | 28 Nov, 2025

Tender Value : 6.10 Lacs

Bikaner - Rajasthan

Tender for we have to lay pipes for rainwater drainage from chakra road towards sethyoki panchayat.

State Government

TRN :35935234 | 27 Nov, 2025

Tender Value : 24.98 Lacs

Bhilwara - Rajasthan

Tender for construction of cement roads, interlocking blocks, and drainage systems in zone no. 03 wards no. 10 to 15 of the asind municipality area.

State Government

TRN :35935244 | 27 Nov, 2025

Tender Value : 14.95 Lacs

Bhilwara - Rajasthan

Tender for construction of drainage systems in wards no. 12 and 13 of the asind municipality area.

State Government

TRN :35936970 | 25 Nov, 2025

Tender Value : 23.30 Lacs

Kota - Rajasthan

Tender for excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and morth specifications clauses 1700 and 2702.2 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 drainage spouts complete as per drawing and morth specifications clause 2705 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m. long. construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305 granular sub-base with close graded material (table:- 400-1) plant mix method providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material dry lean cement concrete construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 800 mm x 600 mm rectangular pali to neemkhera via hanaheri km. 4/100

corporations/Associations/Others

TRN :35937145 | 10 Dec, 2025

Tender Value : 20.75 Crore

Bharatpur - Rajasthan

Tender for drainage related work in nagar palika kumher

State Government

TRN :35937430 | 25 Nov, 2025

Tender Value : 1.14 Crore

Kota - Rajasthan

Tender for excavation for structures earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 r.c.c grade m 20 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and morth specifications clauses 1009,1600 and 2102 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c grade m 20 plain/reinforced cement concrete in substructure complete as per drawings and morth specification clauses 1700 and 2200 for height upto 5 m r.c.c. grade m 25 supplying, fitting and placing hysd bar reinforcement (fe 415) in substructrue complete as per drawings and morth specification clauses 1009,1600 & 2202 providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1(v):20(h) towards drawing face complete as per drawing and morth specification clauses 1409, 2204.4, 2206.4 & 2706 providing and laying reinforced cement concrete in superstructure as per drawing and morth specifications clauses 1700, 2302 and 2304 r.c.c. grade m 30 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and morth specifications clauses 1009,1600 and 2302 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and morth specifications clauses 1700 and 2702.2 providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and morth specifications clause 2604 providing and fillling joint sealing compound as per drawings and morth specifications with coarse sand and 6 per cent bitumen by weight clause 2604 drainage spouts complete as per drawing and morth specifications clause 2705 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and morth specification clause 2204.6 & 2504.2.2 backfilling behind abutment, wing wall and return wall complete as per drawings & morth specification clause 304.3.7 & 2204.6 granular material dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per morth specification clause 202. rubble stone masonry in cement mortar construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per table 400-1,400-2 or any other course material as per design mix, as per cbr in sub base course including premixing the material at omc in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader f.e loader on a prepared base and compacting with vibratory roller to achieve desired density (as per i.s.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[morth specification : clause 401]. by mechanical means. for grading-ii material construction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. construction of un-reinforced , plain cement concrete pavement m30 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per clause 602, coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic batching plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid with a fixed form paver (laying and fixing of 150 micron thick polythene film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. supply & fixing of flood gauge (water gauge) as per i.r.c. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 m long providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 800 mm x 600 mm rectangular painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and morth specification clause 801 bapacha to dhingrari via phaliya via kadiyahat km. 6/550, 9/750

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